Latest pile driving Tenders | Government pile driving Tenders

CTN :43396678

16 Jan, 2026 4.68 Lacs

Multi City - Karnataka

Tender For corrigendum : jakkahalli 2 angnavadi material sub estimate - pvc pipe of 6 kg/cum 63 mm, brush putty and sand paper, water proofing cement paint for building, binding wire(steel), boulders (for foundation), size stone (20x20x25 cms), casuiana poles 100-150 mm, mixer concrete for small used in culvert, bond stone (20x20x45 cms), mixer (concrete ) -1 cum capacity, cement (portland ), sand (fine agreegate), broken stone coarse aggregate 12 mm to 10 mm size, broken stone coarse aggregate 20 mm size, tmt bars fe 500(steel), burnt bricks class 35 ( non modular), centering charges for building, broken stone aggregate coarse 40 mm sizecoarse

CTN :43396680

16 Jan, 2026 4.68 Lacs

Multi City - Karnataka

Tender For corrigendum : hegganuru material sub estimate - boulders (for foundation), size stone (20x20x25 cms), casuiana poles 100-150 mm, mixer concrete for small used in culvert, bond stone (20x20x45 cms), mixer (concrete ) -1 cum capacity, cement (portland ), sand (fine agreegate), broken stone coarse aggregate 12 mm to 10 mm size, broken stone coarse aggregate 20 mm size, tmt bars fe 500(steel), burnt bricks class 35 ( non modular), centering charges for building, broken stone aggregate coarse 40 mm sizecoarse, pvc pipe of 6 kg/cum 63 mm, brush putty and sand paper, water proofing cement paint for building, binding wire(steel)

Central Government And Public Sector

CTN :43512561

22 Jan, 2026 31.72 Lacs

Leh Ladakh - Jammu And Kashmir

Tender For chiseling/cutting of hard rock, providing and lying cement concrete in the base foundation, random rubble stone, wooden budloo wood, ordinary stoner for core filling and etc.

Central Government And Public Sector

CTN :43514540

22 Jan, 2026 28.54 Lacs

Leh Ladakh - Jammu And Kashmir

Tender For chiseling/cutting of hard rock, providing and lying cement concrete in the base foundation, random rubble stone, wooden budloo wood, ordinary stoner for core filling and etc.

Corporations And Associations And Others

CTN :43514578

16 Jan, 2026 33.81 Lacs

Delhi - Delhi

Tender For supply and installation of open gym equipments and construction of epdm flooring under open gym equipment in shahdara south zone, under mplads funds for various locations of parks in municipal corporation of delhi. - supply and installation of open gym equipments and construction of epdm flooring under open gym equipment in shahdara south zone, under mplads funds for various locations of parks in municipal corporation of delhi., seated puller /pull chair made from c class g.i pipe. dimensions: - 1900mm (length) x 740mm (width) x 1920mm. (height). safe area:- 1.2mtr x 3mtr. seated puller equipment made up of c class g.i. pipe of different nb.nb stands for nominal bore sizes i.e. internal diameter of pipe in millimeters. the center pipe is of 100nb made from c class g.i. pipe. bottom support is of m.s. round plate of dia 250 mm & 10mm thickness welded. all linkages are made up of 25nb c class g.i. pipe. the handle frame is of 32nb c class g.i. pipe. the seat frame is of 32nb c class g.i. pipe. to build structure bushes are used which are made from seamless pipe of 60mm o.d. and 5mm thickness as well as 60mm diameter solid bar bush used. the foundation used for fixing is a structure and made from center pipe of g.i. of 80 nb c class. welded with m.s. round plate of dia 250 mm & 10mm thick. main pipe supported with 25 mm x 25mm m.s. angles of 3 mm thickness and 20mm x 40mm crc square pipes of 3mm thickness. foundation cover closing cap is made from injection moulded plastic lldpe / hdpe. the seats and back rests are fitted on the outer frames are made up of m.s. sheet of size 330 mm x 300 mmx2mm thickness and deep drawn and pressed in tools and dies to have uniform radius of 20 mm with no sharp edges.closing caps are made up of from injection moulded plastic lldpe / hdpe.pins used of diameter 25mm and 17mm are made up from sae 8620 bright material. the bearings used are of 6205 2rs1 and 6203 2rs1 permanent lubricated sealed bearing of reputed brand.high tensile steel with galvanized nuts & bolts are used for assembly.thecirclips used for assembly are of a16. the gym equipment shall be finished smooth with a primer coating of atleast 40 micron followed by epoxy based powder coating with polyster powder coating of at least 60 to 70 micron thickness using exonobel / berger make paints or its equivalent paints. the holding down/fixing of gym equipments shall be emboded in cement concrete in the ratio of 1:2:4 (1cement : 2 coarse sand :4 stone agg. 20mm nominal size)., cross trainer /elliptical exerciser dimensions: - 1320mm (length) x 600mm (width) x 1750mm. (height). safe area: - 1.77 x 1.2mtr. cross trainer equipment made from c class g.i. pipe of different nb.nb stands for nominal bore sizes i.e. internal diameter of pipe in millimeters. the main frame pipes are of 80nb c class g.i. pipe with single bend pipe with 250mm radius. the bottom support of m.s. round plate of dia 250 mm & 10mm thick. the handle frame is made up of 25nb c class g.i. pipe. the foundation used for fixing is a structure and made from center pipe of g.i. of 80 nb c class welded with m.s. round plate of dia 250 mm & 10mm thick. main pipe supported with 25 mm x 25mm m.s. angles of 3 mm thickness and 20mm x 40mm crc square pipes of 3mm thickness. to build structure bushes are used which are made from m.s. seamless pipe of 60mm od with 5 mm thickness. the footrests are made from injection moulded plastic lldpe / hdpe. closing caps are made up of injection moulded plastic lldpe / hdpe. pins used of diameter 35mm, 25mm, and 17mm are made up from sae 8620 bright .the bearings used are of 6007 2rs1 62052rs1 and 62032rs1 permanent lubricated sealed bearing of reputed brand. high tensile steel with galvanized nuts and bolts are used for assembly. the gym equipment shall be finished smooth with a primer coating of atleast 40 micron followed by epoxy based powder coating with polyster powder coating of at least 60 to 70 micron thickness using exonobel

corporations/Associations/Others

CTN :43554157

22 Jan, 2026 1.34 Crore

Amreli - Gujarat

Tender For construction work of protection wall, pick-up stand, office renovation, stage, parking stand, childern playing equipment, speaker equipment, tiranga flag foundation, cctv camera, fire hydrant system, led street light, cement concrete road with tri-mix and paving block road as per various area of dhari, dist.: amreli under swarnim jayanti mukhya mantri saheri vikash yojana year-2024-25 and 25-26 and 15 percentage vivekadhin yojana year-2025-26. (third attempt)

State Government

CTN :43554601

19 Jan, 2026 2.92 Crore

Wayanad - Kerala

Tender For foundation with isolated and raft footing and super structure with rcc framed structure (column and beam) with m30 grade concrete water tank is placed at the top floor , floor tile , solid block for masonry work,dpc

Central Government/Public Sector

CTN :43397899

16 Jan, 2026 26.53 Lacs

Surguja - Chhattisgarh

Tender For corrigendum : construction of concrete foundation for new installation of loop take up, drive head tail end and discharge drum platform of different belt lines related to lhcm preparation at shiwani ug mine,bhatgaon area.

Central Government/Public Sector

CTN :43312346

16 Jan, 2026 NA

Durg - Chhattisgarh

Tender For corrigendum : ready mix concrete (rmc) supply of required grade of concrete, conveying and placement/pouring of concrete in foundation in including cement, aggregate, sand mixture etc. for balance civil works at 2x250 mw nspcl bhilai fgd project

Central Government And Public Sector

CTN :43462443

27 Jan, 2026 45.19 Lacs

Muzaffarnagar - Uttar Pradesh

Tender For supply of material and job work under special repair to restoration and conservation of tomb of saiyed saif khan and his mother majhera muzaffarnagar 2025 2026 - items to be executed, unslaked lime, surkhi, c. sand, gur, belgiri, gum, brick aggregate 20-25 mm, 2nd class brick, kakkar stone, white marble, 65mm thick red sand stone 10 sqm, grey/white sand stone, rr stone, 65mm thick red sand stone 10 sqm (for arch), lakhori brick, tile bricks, mud including top finish, kail wood sleeper, raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of engineer-in-charge., ruled/ flush pointing on white sand stone masonry surface with lime, surkhi and marble dust mortar in the ratio of 1:1.5:1/2 {one lime : 1.5 surkhi (15% dark red and 85% light yellow surkhi) : 1/2 marble dust}. (the rate is inclusive of all materials & labours involved except scaffolding)., demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of engineerin- charge., providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia m.s. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with m.s. tubes, m.s. tube challis, m.s. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. the scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of engineer-in-charge. note:- (1) the elevational area of the scaffolding shall be measured for payment purpose. (2) the payment will be made once only for execution of all items for such works., "earth work in excavation by mechanical means (hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 all kinds of soil.", surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 2.28.1 all kinds of soil, "demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. nominal concrete 1:4:8 or leaner mix (including equivalent design mix)", provision for providing & making lime slacking & mortar pit by means of pit excavation, brick masonry & plastering over it. the size of the over all pit is 8.00m x 3.00m & depth is 1.00m. the pit is divided in to three parts & cement plastere, provision for removal of malba for cleaning the sites including collecting, staking and disposal of the rubbish /malba upto 100 meter lead including all the labour and transportation etc complete. out of the monuments premises and further, provision for the purchasing of essential article and t & p for the proper execution of the work i) pvc sheet, ii) pvc pan (tasla), iii) hammer with handle 1kg, iv) iron chisel 4",6", 8", v) pvc bucket, vi) pvc mug, vii)wire & coir brush, viii) wire & coir brush, ix) gum boot pvc in pair, x) pvc pipe 1", xi) wooden handle (fawra, hammer), xii) first aid box with medicine, provision for drawing and documentation charges including inspection of exis

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